The effect of the pool and riffle on transport in rivers
One-dimensional steady flow pollutant transport models assume that the river reach modelled has a uniform cross-sectional shape which manifests as a constant average velocity in the model equations. Rarely do rivers meet this criterion. Their channels are seldom uniform in shape, but rather altern...
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| Language: | en_US |
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2010
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| Online Access: | http://hdl.handle.net/1993/4044 |
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